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Product approval Menu N Product or Apolication St.,ch>A%A,cAion List>Application Detail
tFL" R2
L16893� �
Application Type Revision
Code Version QW 11K
Application Status Approved
Comments
Archived ---
Product Manufacturer National Approved Shutter Association LLC
Address/Phone/Email 8717 NW 117 Street
Suite 1
Miami Garden,FL 33018
(786)621-6706
paloucks@gmajl.com
Authorized Signature Peter Loucks
paloucks@gmaii.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Y, Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Pedro De Figueiredo
the Evaluation Report
Florida License PE-52609
Quality Assurance Entity National Accreditation and Management Institute
�QualityrAssuranC2fl'an actIExpira—ti on Date X77. tavar g,1 mw
Validated By )esus Gonzalez,P.E.
.�/ Validation Checklist-Hardcopy Received
Certificate of Independence FL16893 1112 C0I 15-112 CI.odf
Referenced Standard and Year(of Standard) Standard year
ASTM E1886 2005
ASTM E1996 2009
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
http://ww,A,.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQW-tDgtMMTSTNdVP... 6/30/201
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 04/28/2015
Date Validated 04/30/2015
Date Pending FBC Approval 05/06/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
16893.1 SUPERNOVA ACCORDION SHUTTER ALUMINUM EXTRUDED ALUMINUM ACCORDION SHUTTER
Limits of Use InstallationjrInstructlons
Approved for use In HVHZ:Yes
Approved for use outside HVHZ*YesIs*7VIN-rMi—ed-W,k&6_DeyFigueiredofilO
Impact Resistant:-Yes Created by Independent Third Party: Ves
Design Pressure:+160/-160 Evaluation Reports
Other.PRODUCT TO BE MANUFACTURED,DESIGNED,AND FL16893 R2 AE 15-112 PER.Qdf
INSTALLED ED PER DRAWING SPECIFICATIONS 15-112 Created by Independent Third Party:Yes
flack Next
Contact U :1940 North Monroe Street Taflahltizee FL 32399 Phone:o50-45,7-182
The State of Florida Is an AAIEEO employer.Copyright 2007.2013 State of Florida.::Privacy Stat2rnent::ACce551bility Statement::RefUndStatement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pub:tc-rtcorcis request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under
Chapter 455,F.S.,please click hLrg_.
Product Approval Accepts;
,ccuritvmi I mcy
rRrr"W!1zj9
http://N?v-ww.floridabuilding.org/prlpr__app_dtl.aspx?param=wGEVXQwtDqtmmTSTI\TdVP... 6/3)0/2015
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N,t)EKN-0-VA-ACCORDION--5- h UTNER-�=---
EXTRUDED ALUMINUM ACCORDION SHUTTER y`
N 526W x§
FLORIDA STATE APPROVAL ' of 4V
CODE VERSION:FLORIDA BUILDING CODE 2014 �` ( B O! \�•••N m
APPROVED FOR USE IN HVHZ AND OUT5IDE HVHZ
CATEGORY:SHUTTERS— SUBCATEGORY:ACCORDION '• �N �' n ' m m
IMPACT RESISTANT:(LEVEL D)-LARGE 4 5MALL MISSILE
APR 282015 ` 040
GENERAL NOTES: (FLORIDA BUILDING CODE 2014-HVHZ 4 non HVHZ) TABLE OF CONTENTS: °0'
.38.o§
a
I-DEFINITION:THI5 PRODUCT 15 AN ACCORDION TYPE SHUTTER:DESIGNED,CONSTRUCTED AND ERECTED TO SHEET DESCRIPTION
EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE 0EBR15
(LEVEL D OR LARGE M651LE)WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS I TABLE OF CONTENTS,GENERAL NOTES,U5ER INSTRUCTIONS
APPROVAL.. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRE55UM TABLE t, IAAND GLA55
2-CODE:THI5 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING SEPARATION TABLE 2
CODE UNDER TAS 201,202 AND 203,ASTM E330,A5TM E 1886 4 ASTM E 1996.
3 TYPICAL SECTIONS A.B 1,B2,B3,B4 WITH ANCHORAGE TABLES
3-POSTING:A PERMANENT LABEL SHALL BE PROVIDED AS PER FBC 2014 SECTION 1710.8.IT SHALL BE ONE LABEL PER > z a
O
OPENING LOCATED ON THE BOTTOM OF THE CENTER MATE FACING THE EXTERIOR SIDE. 4 TYPICAL 5ECTION5 B 4C WITH ANCHORAGE TABLES _
z N�
4-LOAD5:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDED BY A PROFE55IONAL 5 TYPICAL 5ECTIONS D.E 4 GH WRH ANCHORAGE TABLES IV zO N
ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED FRF55URE MUST NOT W w—
EXCEED THE ALLOWABLE PRE55URE5 FOR EACH SHUTTER COMPONENT TO BE USED. G TYPICAL 5ECTION5 F.G 44 I WITH ANCHORAGE TABLES o 5-
0 O
K0
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-TG OR A5 NOTED. 7 JAMB AND CORNER SECTIONS°J° DSC G .
6-FASTENERS:ASSEMBLY 5CREW5 AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. 8 LOCK MALE 4 FEMALE 5ECTION5°L' O
INSTALLATION AND LOADS A5 PERTH15 APPROVAL.
9 LOCK UNIMATE SECTIONS'M"
7-USE:IT SHALL BE THE RE5PON51BIUTY OF THE CONTRACTOR ARCHITECT OR ENGINEER OF RECORD TO VERIFY
THE FOLLOWING: 10 STANDARD LOCK SECTION5'N'
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER ANCHORAGE.
7.2-THE 51TE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOAD5,LOCAL CODE I 1 BILL OF MATERIALS,ANCHOR 5CHEDULE 4 BLADE ASSEMBLY. `02 —
REQUIREMENTS,DESIGNED PRESSURES ETC.
O
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 12 COMPONENTS i M
13 SECTION'X'DETAILS
8-33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHORS FOR THIS N
PRODUCT APPROVAL.HOWEVER WOOD ANCHORS WITH I.6 LOAD DURATION INCREASE FOR WIND LOAD HAVE
BEEN USED. 0 Q
° (J) QQ<
A5500CIA5aTtoN: S c x Q
U5ER INSTRUCTIONS: 1 V . . S . A till L �a=
I-DETERMINE PROJECT DESIGN WIND LOAD PRE55URE5 AS PER ITEM 4 OF GENERAL NOTES. STANDARD COMPLIANCE: NATIONAL APPROVED p �(
A5TM E330,E 1996(LEVEL D M1551LE) SHUTTER A550CIATION LLC. I f\
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I ORTABLP I A. TA5 201.202,203(LARGE 4 SMALL MI551LE)
A5CE 7-10,55TD 12-99,ADM-10,ND5-12 8717 NW 1 17 5T,STE 1 °RA '"' °�
3-VERIFY GLASS SEPARATION ON TABLE 2 IF APPLICABLE. HIALEAH GARDENS,FL 33018 5CAM
Tel.:(786)621-6706 NA
4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION OF 5ECTION TYPE TO BE USED AS Fax:(786)621-6708 DATE:
PER5HEET5 3,4,5,G.7 4 8.5ECTION5 CAN BE INTERCHANGEABLE. WWW.NA5A5L1UTTER.COM 04/28/15
DRAWING f
5-THE LOWEST PRE55URE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN 15-1 1 2
PRESSURE FROM GENERAL NOTES 4 sneer
01 OF 13
' 11j111///IIIIIII/It +
TABLE I TABLE I A
INTERIOR/ 6.58 No. 260
MAXIMUM ALLOWABLE N I BLADE MAXIMUM ALLOWABLE #16 H 15 BLADES 1 I
5HUTTER SPAN X PRESSURE SHUTTER SPAN X PRESSURE 100' =°O
BLADE SPAN PRESSURE(PSE) WADE SPAN PRESSURE(P5F) `�D F4tP�:
INCHES P N INGME5 PO _ 1 I ALI ALVtuIIAIU&t B •�s �(.� I0� ���•0-v
6 I 0 -160 60 160 160 1.�5�
66 158 158 66 158 158 -INMTE 0� "••.oiiN�u�i/�
/ m
72 144 144 72 144 144 S o a
78 133 133 78 133 133 APR 282015
U a j
84 124 124 84 124 124 INTERIOR/EXTERIOR 6.58
z z 3 s g
90 1 16 I I G 90 1 16 1 16u o
1 1 1 COMBINATION 0 0 ,
96 108 108 96 108 108 Eu
Uf u
104 100 100 104 100 100 I IOD 100• ALUMINUM/LEXAN BLADES 3 S 09
BLADES CAN BE ARM=IN MANY �Z <Z
108 93 93 108 93 93 1 B 1 H COMB NATIONS AS REQUIRED 3 to^a.
114 83 83 114 83 83
120 75 75 120 75 75 INTERIOR/EXTERIOR ~z
126 68 68 126 68- 68 Q
132 62 62 132 61 61 N
138 57 57 138 53 53 u
IQ#1144 N; 748 n—52 144 45 47 INTERIOR/EXTERIOR
ISO 41— "48'� 150 138 42IB 1B 1B :FW Q
162 30 40 162 28 33 O z r B
NOTES: ALL LEXAN BLADE5 7 _
I-ACCORDION SHUTTER BLADE SPAN(INCHE5)FOR ALL CONDITIONS
2-PRESSURE-DESIGN NAND LOAD(P5ry 1 B 1 B Z N
3-UNBAR INICRPOIATION 15 ACCEPTABLE FOR DESIGN WIND LOADS AND BLADE SPAN BETWEEN TABULATED W 0 O U)
VALL1E5. INTERIOR/EXTERIOR W pp
4 USE TABLE IA WHOA ONE OR MORE TYPE 15 BLADE 15 USED -7
5-BLADE REVERSED INSTALLATION 15 ALLOWED FOR ALL MOUNTID CONDI IONSO
Q U Qu
5
TABLE 2
•-'-'�^ MINIMUM 5HUTTER SEPARATION FROM GLAZING
,,—,TYFEV_A-C1QiyJ TYPICAL CROSS SECTION_.
A,B,C,D,E
TOP TRACK GLAZING SEPARATION (INCHES)
BLADE TYPE BLADE SPAN ,a• LQr _-c=601.. <=104' <=162' O
ALC1miku1V1""-`-2'-•_;.--2-3/4: 3' I'I
nwu ALL ELEVATIONS
U TFPAPATTBI
n z
Q
F Z ' ' � TEXAN 3' 3° 3' w
o < <-30 ELEVATION Q
L, M, N -'- z
Ld ' LEXAN 21/8° S. 0
� >30'ELEVATION � Q
J
CO
Cl' NOTES: Z t
1-SEPARATION FROM GLAZING AREAS SHALL BE MEASURED FROM
LLdGLAZING SURFACE TO THE INNER MOST BLADE OR LOCK SURFACE
F~- 2-GL 55 SEPARATION 13 APPLICABLE ONLY WITIRN THE mvnz L/
F- i 1 MROWARD AND MIANJ-DADC COUNTIES),WIND ZONE 4 AS PFR 'Il`
= ASTM 11596 AND EJ°S@01AL FACILITIES AS DEPWFD ON A5CE
n 7-10.
3-WHEN SITU TER 15 A55DABUD WTIN BOTH VIPC3 OF BLADES THE DRAFlRK I NEIREQIC
TARTEST GLA55 SEPARATION SHALL APPLY.
BOTTOM TRACK SE`
A,8,91,82,B3 NA
B4,C,D E,F,G I _ DATE:
SHUTTER WIDTH (SW) 04/28/15
NO LIMITATION DR"`""Go
15-112
Sneer
02 OF 13
TYPICAL 5ECTION5 A, 51,52,133,134 _ ,a"'��������������� .,
AND ANCHOR SCHEDULE I/IB rCEN'"
1/4-14X1' GRS SDS OR qrz k10X3/4' TEKS ,•Q� �,� =�
SECTION A 1/4-20X1/2' HHMS W/NUT as AT 12' OC e p= -N
BUILT-OUT ON ANG IP SPACED AT 12'OC mw
NO. ZF)O : `B
HEADER OR 51LL 16
OPTIONAL
2.2A 1 L vav11 iv
SECTION B4
= ADJUSTABLE TRACK O� y, 4C,.I
Ej mON EMBED. w SILL ANGLE
ONLA 0� d\?�u N m
yuro
/: ANCHORS DESIGNED U o
CIAMAS PER SECTION B4 APR 28 2015 6 0 a J
ANCHORS
W DESIGNED y 10 ON TABLE BELOW z o a
®„ AS PER SECTION A2!2 �7qp
1/SB ON TABLE BELOW O m 0
W n� 1/4-14X1' GRS SDS OR Z+n a z
_ "" 1/4-20X3/4' PHMS W/NUT 71 v o w X o..
SPACED AT 5'OC ;i EMBED.---�
Jw 5ECTION B 1
'A'TRACK ON 1i
. REVERSE ANGLE
SILL ONLY }
ANCHORS DESIGNED a i/1B >
SECTION B3 w 4
AS PER SECTION Bl a
w AIOX3/4' TEKS O z r-
.4
11 ` ON TABLE BELOW ra AT 12' OC AD5UO5�SON Z ?_-
°1 SILL ONLY z
LLJ 090
1/4-14X1' GRS'SDS OR Tl _ ANCHORS DESIGNED
1/4-20X1/2' HRMS W/NUT EMBED.---I r :s c i AS PER SECTION B3 00 D �O
SPACED AT 12'13C _ ` W ti ON TABLE BELOW T) 4
fF >t N 41, i EMBED.
H N
ANCHORS DESIGNED 7<
w j 1/1B •i �w AS PER SECTION H2 1/4-14X1' GR5 SDS OR c1�' a0
= w 16 ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT
W (>PTI@JALW A SPACED AT 5'OC
� � I � M
m
a �
I � v w JA MAX, BLADE SPAN IN INCHES �
SEE ANCHOR SCHEDULE ON w
4 11 Ii EMBED.-- SHEET 11 FOR ANCHOR TYPE MAXIMUM AN PRESSURE(P5F)
13A5ED ON SPACING IN INCHES ON CENTER Q
SECTION B2 ANCHORAGE SPACING--i162 132 10WE 60 z
1/4-14X1' GRS SDS OR F
1/4-20X1/2' HHHS W/NUT f *A*TRACK ON s E E1 E E1 E E a_
SPACED AT 12'OC 5m 14 40 31 62 38 93 160 84 Q u{
SILL ONLY SECTIONS 12 40 36 62 44 93 160 98 z _
A,Bi,B2 8 40 40 62 62 3 160 146
MAX. BLADE SPAN IN INCHES 63,B4 6 40 40 62 62 93 160 160
4 40 40 62 62 93 160 160 P K
SEE ANCHOR SCHEDULE ON 1 1
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (PSF) BASED ON SPACING IN I N C H E 5 ON CENTER °pArN44mcFTG
ANCHORAGE SPACING 162 132 108 84 60
scue:
A Al H IBI IC ID A Al H B1 C D A Al B Bl C D A' Al H B1 C D A Al B Bl C D NA
14 40 -- 40 40 0 40 62 -- 62 49 62 49 90 22 93 60 92 60 116 29 124177 118 77 160 40 160 108 160 107 DAM
SECTIONS 12 42j=- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 1124190 124 89 160 47 160 126 160 125 04/28/15
A.B1,B2 8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 160 71 160 60 160 160 oRnnvnNca
83,84 6 40 35 40 40 40 40 6 43 62 62 62 62 93 52 93 93 93 93 124 6711241124 124 24 l60 94 160 160 160 160 15-112
4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 101 124 124 124 124 160 142 160 160 160 160 sneEr
03 Of 13
aN .
TYPICAL SECTIONS B AND C DEP/,,p.
AND ANCHOR SCHEDULE ,p•� +.�: C EflB� {q
No: 260 0I UN
t
ANCHORS DESIGNED A' F k
AS PER SECTION C 0 R p� t1��P
_� ON TABLE BELOW �'a�S �• ,'�Pau N
1 3,3A s�O�AIZ leg?
APR 28 2015 ci ap
S �F7 pT C•�
La mm
16 .:::�;�: 6 Z m
rl
N ` W ANCHORS DESIGNED =W
OPTIONAL uJ m
4. AS PER SECTION B zz 1/1B
2,2A 11 ;' W ON TABLE BELOW x
y _" SECTION C
9;; W W WALL MOUNT vnm.
L`-`-HEADER O
_ SECTION B Q 4ER OR SILL
BUILT-OUi ON T'_
G
REVERSE ANGLE EMBED.—� - O ]w
HEADER OR SILL
1_ wao
1/4-14X1' G115 SDS OR H 'o
1/4-20X1/2' HHMS W/NUT 2 3,3A a o t O
SPACED AT 12'OC �' dvuu�"1. V
ANCHORS DESIGNED
AS PER SECTION C
=i ON TABLE BELOW
F
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON "p
SHEET 11 FOR ANCHOR TYPE
MAXIMUM ANCHORAGE PRESSURE (PSF) BASED ON SPACING IN INCHES ON CENTER � mm
ANCHORAGE SPACING 162 132 1 108 84 1 60IL'
A At B B1 C D A Al B B1 C D A Al B B1 C D A Al B B1 C D A Al B Bl C D z
141 40 -- 40 40 140 140 62 18 62 49 62 49 81 22 86 60 81 60 104 2 110 77 1 4 77 145 40 155 108 146 107 '2 Q w
SECTIONS 12 40 -- 40140
40 40 40 62 21 62 1!51
27--.6257 87 26 93 70 87 70 111 34 119 90 112 89 156 47 160 126 157 125
8 40 26 4040 40 40 62 32 62 62 62 93 39 93 87 93 86 124 5 1124111t 124 111 160 71 16011561160 155 z
8 8 C 6 40 35 4040 40 40 62 43 62 62 2 93 52 93 93 93 93 124 67 124 124 24 124 160 94 160116011§0 I 0 F (�
4 40 40 40 40 40 62 62 62 62 62 93 76 93 93 93 93 124 98 124 124 124 124 160 1137 1601 160 160 160 Q
MAX. BLADE SPAN IN INCHES z _
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE(P5P) P K
BASED ON SPACING IN INCHESOENTER'
ANCHORAGE SPACING 162 132 108 X84 .. 60
s E E1 E I EI I E ILI 114910~ 1 E E1 5CAM.
4� 40 31 62 38 87 46 .(g12g 69 1157184 NA
ECTIO S 12 40 36 62 44 93 54 121 70 160 98 DATE:
88 8 40 40 62 62 93 77 124 99 160 138 04/28/15
6 40 40 62 62 93 L88 124 113 160 158 DRAMGI
4 40 40 62 62 93 184 124 108 1601 151 15-112
SHEET
04 OF 13
TYPICAL 5EGTION5 D,E t GH ANCHORS DESIGNED .� �• �E F/
ANCHORS DESIGNED GENe
AS PER SECTION GH
AS PER SECTION D AND ANCHOR SCHEDULE Q � $
ON TABLE BELOW ON TABLE BELOW ? No.5260 ��t
*
(ED) EDGE w (ED) EDGE
DISTANCE w DISTANCE ? S A P
a E.
m 2,2A 6A' yyy�NAL�,, .�` m 91
gI0X3/4' TEKS
AT 12' oc APR 2 8 2015
—� SECTION'b z o2 a
T
15MMOUNT-W-
_ (ED) EDGE 2 00 .0
TRACK 2 OR 7J1 DISTANCE
O +O
Li wal ri HEADER OR SILL O m>
a SECTION E w 3 w m o W
ti I'm1/IB ANGU:INSETMOUNT W mmmn
HEADER OR SILL T
1/4-14X 3/4' TEKS
SPACED AT 12'OC
w
z
~f 1 ? a SECTION GHIU-
Q
H ADJUSTABLE Mw
ANCHORS DESIGNED -1 HEADER/SI > Q
m AS PER SECTION E 1{I
ON TABLE BELOW
n 3,3A 1/4-14X1' GR5 SDS OR <z
W 1/4-20X1/2' HHMS W/NUT G W W O 0
= SPACED AT 12.00 ](L C,
_ o,^ tt0°gJ�
F I I �11 �VJ G]Qg
'x
IN asZd
MAX. BLADE SPAN IN INCHES 1j F O
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE m
MAXIMUM ANCHORAGE PRE55URE (P5F) BA5ED ON SPACING IN INCHE5 ON CENTER
ANCHORAGE SPACING162113211081
162 X332°" 108 84 60 8 60
A B C D e WA- B C D A B C D A B C D A B C D s E E E z
uj
16 22 27 -- -- 27 33 -- 20 34 40 20 24 43 �5225 31 60 72 36 43 16 28 34 41 53 74 Q2
#1'2z 30 36 -- 21 Ar37A 44 22 26 45 54 26 32 58 341 81 97 48 57 12 37 45 55 71 99IL 8 40 40 26 32 55 62 32 39 67 80 40 48 86 51 61 121 145 71 8640 62 83 106 149 O (� (D640 40 35 40 62 62 43 52 90 93 53 64 11568 82 160 160 95 115 6 40 62 93 124 160404040 40 62 62 62 62 93 93 79 93 124 102 123 160 160 143 L60 4 40 62 93 124 160 0
11 22 27 33 43 0 F
9 22 26 - 27 32 20 - 34. 39 24 23 43 51 31 30 60 71 44 42 9 27 33 41 52 3 z zz=
SECTION E 8 25 30 -- -- 31 36 22 21 38 44 27 26 49 57 35 33 68 80 49 47 8 30 37 46 59 2
6 34 39 24 23 41 48 30 8 50 59 36 35 6 76 47 44 91 106 65 62 6 40 50 61 78 109 . P
4 40 40 36 35 62 62 145 42 76 89 55 52 97 114 70 67 136 160 98 93 4 40 52 64 82 115
12 -- -- -- -- -- 22 -- -- 23 27 -- -- 9 34 22 20 41 48 30 28 12 1 -- 22 27 35 49 `WCKW-
9 20 24 - 25 29 - 30 36 23 21 39 46 29 27 55 64 41 37 9 4 30�747 66 :
SECTION GH 8 23 27 - 28 33 21 19 34 40 25 23 44 51 33 30 61 72 46 42 8 27 3474 NA
6 30 36 23 21 7 44 28 25 46 53 34 31 59 69 43 40 82 96 61 56 6 37 45 99 DATE:
40 34 31 56 62 42 38 68 80 51 47 88 103 65 60 123 144 91 84 4 38 47 103 04!28/15
DRAW NG#
15-112
Sn2R
5 OF 13
' ''//////I/IIIIII•I .
TYPICAL 5ECTIONS G,F AND I E F/
— AND ANCHOR SCHEDULE .`,••QO�` ENOF
No. 260
a 1/1B m Q¢ -.5ECTIONI9 AT
y "-`RECE550 MOUNT'-'
= c �' °i SILL ONLY y�•��t'ti�R
#10X3/4' TEKS = ,p
w w AT 12' oc
r Sao ! SECTION G jl
Q ANCHORS TYPE APR 2 8 2015 U u a
M Eli nn
ADJUSTABLE MOUNT Z O O
x EDGE CLEARANCE(EC) �•-
rn 1 SILL ONLY I=CONCRETE=4'(3000 P51 CONCRETq _ SPAGED=AT=48'❑ "'- aO O o
N 1 INTO WOOD-2 1/2'(WOOD 5G:0.55) _ (EC) EDGE APPLICABLE FOR ALL LOAD ..m
1 INTO METAL:2•(wG3-Tcpue.CNAswAw5= '- CLEARANCE CONDITIONS FROM TABLE 1 3zMaZ
3 1 M oow
(ED) EDGE
STANDARD LOCATION DISTANCE
ANCHORS SPACED 2 ~t'ANLOCATION
ANCHORS
CHORS SPACED N
AS PER SECTION G k w AS PER SECTION G1
ON TABLE BELOW er(ESD) ON TABLE BELOW Q
z
DISTIL � - 1/1B 1
j W
Q
az
ALTERNATE (ED) J.C5, O
_ E7 MOU
EDGE DISTANCE m
Li
Lv- <zN
= -cLu Om
G IL n
n��
w ANCHORS DESIGNED o O 0
AS PER SECTION F
_ `N ON TABLE BELOW D� u7<3
rn
4 J
J
lz—, Q•)�, cp
(ED) EDGE a p
DISTANCE w m
- MAX. BLADE SPAN IN INCHES 'n
a
SEE ANCHOR SCHEDULE Ord
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRF55UFF (PSF) BASED ON 5 P A C I N G IN INCHE5 ON CENTER z
ANCHORAGE SPACING-1162 132 08284 60 162 132 108 84 60 O Q w
A B C D A 113 IC D a/AI B C D SBC D A B C D s E E z
-- -- 38 45 27 26 16 -- 21 26 33 46 a12 -- 22 -- -- 23 27 -- -- 28 33 20 20 25 51 60 35 35 12 23 28 34 44 62SECTION G 8 28 33 20 20 35 41 24 24 42 50 30 29 38 76 90 53 53 8 34 42 51666 38 40 26 26 46 54 32 32 56 67 39 39 50 102 120 7l 70 6 40 56 6888 1234 40 40 39 39 62 62 48 48 85 93 59 59 75 153 160 106 105 4 40 59 72 93 130
16 28 34 15 21 35 42 -- 25 X42 51 23 31 55 66 29 40 76 93 4 55 16 35 43 53 68 95 D �(
v1SECT1— S 12 38 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 12 40 58 70 90 127 f K
8 40 40 30 40 62 6 37 50 85 93 45 62 109 132 58 79 153 160 81 111 8 40 62 93 136 60
G1 OR . 6 40 40 40 40 62 62 49 62 93 93 60 82 145 160 77 106 160 160 108 148 40 62 93 1 0 1 0 D�R�#MCFZ —
4 40 40 40 40 62 62 62 62 93 93 90 93 160 160 116 158 160 160 160 160 4 40 62 93 160 1601 5Caz
�1 NA
DATE:
04128115
DRAWING/
I5-112
SifE[T
06 OF 13
',jepeonue/epi
TYf'(C'AI HORIZONTKL -� ••r,��•pp�„„DE f '+., 8
JAMB=AN D-CORNER-5ECTIONS J--"—}
OPTIONAL
SEALANT * No. 260
' MIN. (3) ANCHORS ?_,Q a•'
ANCHORAGE TO WALL 7S1=GTION.�,,.--'� TYPE A, B, C OR D ty.
IS NOT NECESSARY " -JAMB`CLOSURE 4' FROMS ENDS ff-em N� _ '_O
s WALL MOUNT AND ONE AT MIDDLE JAtvtBCLC!51JRE $�F�'ti„0R1�' \?•`•—Q
INSET MOUNT 4 SIONAIL ee``•,V N`"�
�,;i' �••anineutee m�'m
(X2) #10X1 SDS lA o<
JTOP AND BOTTOM IxBEu APR 282015 u d i2"•
9,9A TRACKS 9z f O l
lA 900"®
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3 8
II � nno
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cu
i
TOP N BOTTOM TRACKS Q 92
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W 002
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2
ANCHORS TYPE D(� Q g
A, B, CORD
SPACED AT 24'13C
U
q J
(ED) EDGE J
W co. eD.ISTANCE r
SECTION
-...,:..� JAMB-CLOSURE
BUILT-OUT MOUNT o
21 OR 11
#10X3/4' SSSMS OR
3/16' POP RIVETS
rn
IA SPACED AT 24'OC SECTION J3 z
CORNER CLO5URE O Q
< of<�,
P K
SCAM
*PUSH
A NA
SB IB� K :RDION 04/28/15
TERI12R SIDE DRAWNGI
15-112
9N[[f
07 OF-1 3
TYPICAL HORIZONTAL SECTIONS �•• �`• E F/
HD LOCK SECTIONS L ''�• � ENBF}.p• y
260 n
g
*t � 3S;
STAT
NOTE:SHUTTER CAN 5E LOCKED FROM cu 'OSS OR
„�' ���•rN r
IN51DE OR OUTSIDE BY PLACING LOCK Z a w SECTION L �'% NAI. ••
05 DE OR OUTSIDE AS REQUIRED. o a ■•■■■/”
LOCK BLADE SECTION a in
H¢W W W CLOSE POSITION
APR S o
2 2015 v0aS
W — 00��
L -J lzm<
3u,�ow
IB a IB > CL,
Q
O �
8 BA 0 �N�
[F)W o——
COMMERCIAL MORTISE LOCK W/
EXTERIOR KEY OR THUMB TURN
AND INSIDE THUMB TURN ANCHORS TYPE
INSTALLED ON SHAPE 8 A, B, C ORD
SPACED AT 24.00
ALTERNATE SECTION LI
SECTION L LOCK BLADE WITH '
LOCK BLADE SECTION STARTER BLADE SECTION I A
OPEN POSRION DIBEDEBT� c0
O
m
2j 2 m
cu
G eA
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1111 ell, Zi 0 laz=
SA-� B P K
L3 I
IB
COMMERCIAL MORTISE LOCK W/ scmz°
EXTERIOR KEY OR THUMB TURN NA
AND INSIDE THUMB TURN DAM
I COMMERCIAL MORTISE LOCK W/ I INSTALLED ON SHAPE 8 04JOPI'3
IB EXTERIOR KEY OR THUMB TURN 1B AND INSIDE THUMB TURN 1INSTALLED ON SHAPE 808
III
T1'PICAt`F10KRIZONTAL E Fl
UNIMA7E�LOG5ECMN- M OPTIONAL LOCKING PINS
L---� APPLICABLE ONLY TO - o
SECURE STACK IN THE No. 260
OPEN POSITION
TAT ty�S
[14
7A'cu
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NOTE:StIUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLAgNG LOCK Z cu ie m
5ECTION M ,f APR 2 S 2015 S 0<0
IN51DF OR OUTSIDE AS REQUIRED. ❑ LOCK BIAI7E•SECTIQN U a
_ '-'amePOSJTKW 7A O s
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�Ww 3U' m>L9
N sii tum WF7�
4
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7 OR 7A ° 7 OR 7A
7 OR 7A ' w Q
1
O zKa
1B I/4-20X3/4'THUMB SCREV
LOCATED ON ACCORDION
IVINTERIOR DR EXTERIOR SIDE �-
6 3j BRILL LAULL PIN
DE TODRECEIVTAP VEEPSCREW IINSIDE ORPOUTS DE
PUSH BUTTOM LOCK WITH KEY ORD
THUMBTURN LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
V
ALTERNATE 5ECTION mil
N R4 LOCK BLADE WITH
SECT'ON'
OJ
[('S OCK DIADS N' ON. STARTER BLADE 5ECTION
1.�-OPfN-P05RION
ANCHORS TYPE ° p
A, H, CORD m
7 OR 7A SPACED AT 24'OC co
V1
z
7 OR 7A 1A O4Elf� O Q
N O U
kF
im 7OR7A "' Q
1 0
IB PUSH BUTTON LOCK 7 DR 7A
LOCATED ON ACCORDION P K
INTERIOR OR EXTERIOR SIDE
DRAPING/MDRPINC.
NA
scatc
DAM-
1 1
1B ila1B 04/28/15
_ DRAWING 0
15-112
sHefr
O9 OF 13
,,��.o� Fj
TYPICAL HORIZONTAL SECTIONS SDEe �$
STD LOCK SECTIONS N ;4 c EN" �,p=
2 No. 5260"',( L
Bat
"
i* *
X
e 9 STA
NOTE:SHUTTER CAN BE LOCKED FROM D R �' �.`_
INSIDE OR OUTSIDE BY PLACING LOCK SECTION N �.,��A�•
INSIDE OR OUT5IDE AS REQUIRED. '
Z N LOCK BLADE SECTION
y W CLOSE POSMON APR 9. 7015 a
v O J
t7a 00
UN�(czO�'
Ny
6W In a m<
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IH 1B > w
22A
22
O= N
6� OL az
N
22B �I W o—�
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ANCHORS TYPE
A, H, C DR D
SPACED AT 24'DC
ALTERNATE SECTION N I .
SECTION N LOCK BLADE WITH
LOCK BLADE SCCTION STARTER BLADE SECTION 1 A
OPEN POSITION DDMffNi ^B
22 LDu�O
6 M
3j- -2,15----
N
O Q
N �
22A 22 (� �(K .
1 I
1 1B� 22H
22AJ
22 sAM
CAle:
NA
DATE!
1 1
04/28/15
I iH Dvawmc.
15-1 I2
sn¢r
IO OF 13
DE Fl,
*TYPICAL BLADEASi B BILL OF MATERIALSCEN
j
ITEM DESCRIPTION MATERIAL MANUFACTURER
13 1 BLADE 60 3-T ALUMINU N.A.S.A. Z N 5266 e '
I A STAR BLADE 6063-T6 ALUMINUM N.A.5.A. *•!
12 13A IB COMPOSITE BLADE 6063-T6/LEXAN N.A.S.A.
16 0.19 I C FLOATING STACK BLADE 6063-T6 ALUMINUM N.A.5.A.
O'TI@WL 2 CEILING TRACK 6063-T6 ALUMINUM N.A.5.A.
20 14 0 3 1'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A. �4t► � 1
a 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.S.A. •.•�jp� ,,,Au N-
16 ri 4 'A'TRACK 6063-T6 ALUMINUM N.A.S.A. . �NIE
141� •••••puna...
1BJJ 5 RECESSED TRACK 6063 TA
6 ALUMINUM N.A.S.A.
6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A5.A. .80
GA ADJUSTABLE MALE TRACK 6063-T6 ALUMINUM N.A.S.A APR 28 2015 ci le�.
7 UNIMATE Lar BLADE W/O LP 6063-T6 ALUMINUM N.A.S.A. Z
7A UNIMATE LOCK BLADE W/LP 6063 TG ALUMINUM N.A.5.A. 1 O S o
HEADER -18 HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. U m w 0
0.14 8A HD MALE LOCK BLADE G0G3-T6 ALUMINUM N.A.5.A. V`m>au
8B HD ADAPTOR FILLER 6063-T6 ALUMINUM N.A.5.A. 3 uZi vu'i 9z
13-B 10X3'HH 9 I'JAMB CLOSURE 6063-T6 ALUMINUM N.A.5.A.
BLADE SCREW 9A 2'JAMB CLOSURE 6063-T6 ALUMINUM N.A.S.A FFZ--
41 O 5TAINLE55 STEEL 10 1/4-2X ANGLE 6063-T6 ALUMINUM N.A.5.A. Q
11 1/8-PX ANGLE 6063-T6 AWMINUM N.A.S.A. Q
12 WHEEL CARRIER PLATED 5TEEU NYLON N.A.5.A. N
13 1111 OX3'HH BLADE SCREW 41 O STAINLESS STEEL N.A.S.A.
.19 13A N 1 OX2"HH BLADE SCREW 410 5TA1NLE55 STEEL N.A.5.A.
SILL 14 0.44'0 FLAT WASHER STAINLESS STE0. N.A.5.A.
Li20
15 0.46"0 s 0.93'BUSHING NYLON N.A.5.A. zi L;Q
16 0641'0 z 0.65"WHEEL BUSHING NYLON' N.A.5.A. Oz19 PUSH-BUTTOLOCK p 1/2'.31&WHEEL SPACER NYLON N.A.5.A. Z 1
14 ,B-/ 14 21116'-IX2,IX2.5,IX4,1.5X3 ANGLES 606375 ALUMINUM N.A.5.A. z
16 -1 1- 22 STD FEMALE LOCK BLADE 6063 TG ALUMINUM N.A.5.A. lLJ p O N_
15 WTIM& 0 14 22A 5TD MALE LOCK BLADE G063-T6 ALUMINUM N.A.5.A. ?a p 2
2213 5TD LOCK KEEPER 6063-T6 ALUMINUM N.A.5.A. p O w
13 13A 13A-III I0X2'HH O�f� Uy
BLADE SCREW v 1 Q S
410 STAINLESS STEEL
J
0.500 0.4 0
0. 0 0.390
:L
20� 0.390 � � 0.44. 0.1103
a� v m d T O
" 'jam' °' I ANCHOR SCHEDULE C 9
�T�I_ d N
7 I_ o d d fI�'
0.310 o no! +
TYPE DESCRIPTION _ EMB E.D. m
^c T o $ 14 0.03'X 0.44 0 �p((4'.,RWsTARCO&lN[T 3000'P51''60NCR)f@ rt75R�.r 37.0 i
QO d d d STAINLESS STEEL 114-
NIA
/4'ELCO ULTRACON INTO 2700 PSI CONCRETE -`1.75--' -2.5 n�
c d d FLAT WASHER Al 14-ITWTAPCON INTO CONCRETE BLOCK 1.25 3.0 w
14-ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5
16-.46"0X.65' 15-.46'0X.93° O Q
0.50 NYLON WHEEL BUSHING NYLON BUSHING. B 14-20X I ALL POINTS 50LID-5ET INTO 3.0 r51 CONCRETE 0.875 3.0 Z
20-1/2'0 X 0.36' B I 14-20X I ALL P01 S 501JD-SET INTO CONCRETE BLOCK 0.87 3.0 0 (n O
NYLON WHEEL C I "WOOD 5 W I D I. 5 =
SPACER 0 I/4-f4.SELF-DRIWNG-5CREW5JNT01/8'STEELORALUMINUM - 0.75 Q F�
`E`.. 1/4'CRETE-FLEX 554+114TO 3000 P51 CONCRETE—�---�— -1.75—43:0 <
E_l=1144"CRETE=FLEX'554"IN O CONCRETF:BLOGK'(2000.P51) 1.25_ 3.0 1 r
NOTES: ED:EDGE DISTANCE SMALL BE BEYOND WALL DRGS5MG P K
12-WHEEL.CARRIER 0415 MBEDM[NT SMALL W Dr"DND WALL DM%NG
STAMPED 55 WITH 1/4'TAPCON.114'CREi6r=.J 14 WOOD 5CRLW5 CAN BE US®IN REPUICE 0P 1/4"LAG SCREWS
01?
NYLON WHEELS DRAPIING41"ImNG
SGAm
NA
m DATE:
d 04128/15
DRAWING
I5-112
• sn¢T
II OF 13
�ENn RE�ruR K SHUTTER COMPONENTS
°� �• F/
4.54 0.1Q-11-= i--
`� 4.08
pA• p 0.10 -I 3.00 0 1ii
a d z :ai aha .as _* No. 60
py �-J:�_2`� 0.60 IA.5TART5R-BLADE c STAT
f=0:05'ACCORDION.BiADE-� ^d + o �
a M n, ' WN m
IF
I" a.os yy o1.D o,s6 _- - ^ o n �1 a APR 2 S 2015 w o 8
I- 0 58 -'0.61 d 3.11 Z 3 O O
O' oZ
0.07 RG 5-PECE55ED TRACK e O O'.O
y o OPTIONAL BILL MOUNT ONLY 9-1'JAMB CLOSURE _W 8 >O
y o 3-1'// 5UILI-OUT-TRACK-=.331-1 /I}'"BO•TRACK W/O 3 z i a z
O' �YAAER(SILL MOUNT RAINGUARD(RG)�� 1.65--�1 1 70 AS w in o w
IP I C.0.05°FLOATING STACK BLADE
d
9A-2'JAMB CLOSURE
2.28
0,86 'p
0.61 QO' �9Bry0=JAMB'G1.05U
A444,S6
,08 ^ P c 3.23 Q
- .241.99 o --,- 0,97 o Z 60. 2.81O03.21 0.95 �^1.13--I-1.29 o z G1
I B-COMPOSRE ',cry� 3.37 S 1.48 0.06 4 W O N
ALUMINUM/LEXAN BLADE p,+ 4r.W TRACK 2.04 0�
LEXAN POLYCARBONATE APPROVED '�5fu.LMOLWT-ONLY-
AS PER NOA 13-0717.01 .7'-UNIMATE"W701P - �` 'n Q
XL102UV ':LOCKING BLADES N N 0.06 U J
d d U
2.43 a 6 ZJ
1.83� 0.86 -3.92 z
0 0.61 0.16 FF
o m 1 0 0.61 2.65 22-FEMALE STD 22A-MALE STD
LOCKING BLADE LOCKING BLADE
0.86 - m c 0 0 -{0.79
'�-1-
0 o c c o U9 c0
cs C5
0.07
OPTIONAL 0.07 -2-09-F07 2.23 d
�
2-INSET TRACK W/RG 2.I-INSET TRACK W/O RG 7A-UNIMATE W/LP ^ w
HEADER/SILL MOUNT HEADER/SILL MOUNT. LOCKING BLADES 226-LOCK KEEPER INSERT O
G-ADJUSTABLE FEMALE
HEADER/SILL MOUNT O L9
0.125 �a1 Q
SEW RNATE ER a 51 2.31 p "J
(V((LY ENu RE¢PmR' F
QQ
3.83 2.07 0.09 1.77 3.51
1.56
0.41 z z L
��
P K
d o m m o m o P IC
ORPPIR401mPGD.66 m m � 1.99 ^ Oa 5CAIL-
_. 1 0.83 ^ d NA
CL 61 63.36 D.75 0 8&ADAPTOR FILLER 04/28/15
0.07 RG O.OB U5E WRh 8 AND 8A
_ OPTIONAL 0.08 ORAwINGs
36-'.2°.BUW-OUT TRACK '3A.1=;2'BO TRACK•1/O GA-ADJUSTABLE MALE 8-FEMALE HD 8A-MALE HD 15-112
'HEADERh51LLMOUNT.--.-BRAIN-GUARD(R'G) HEADER!SILL MOUNT LOCKING BLADE LOCKING BLADE 5ttetT
120F 13
I•III,IINIIIIIIIIII LI
5ECTION X �.a �V+ E""��.
TRACK 2 OR 2A IN5ET MOUNT c•••4 3
5ECURED TO AN ALUMINUM PLATE t No.,5260 �
BETWEEN WOOD TRU55E5 * *: Iv'
t
sal IF
0.63 0.62 �s��NAL I'�•',•o m
1.25--1—1.25 1.25 5.00 '••••.•...INTI'
2APR 20 2015 swo8
(4 PER RAFTER) tv do a-I
1/4'X 2 1/4 FH TAPCONS o z g
WITH 2' MINIMUM 1/4'X5'6063-T6 ALUMINUM PLATE O o u;o
PENETRATION INTO WOOD U N w 0
3 UZ M<z
T7W�Ow
5.00
N 2
m
\-1/4'X5' OR 1/8-X5' 6063-T6 c T 1 ii
2,2A ALUMINUM PLATE SECURED TO 1 N
T"T RAFTERS AT MAXIMUM 24' OC o
SEE TABLE BELOW FOR SHUTTER ALTERNATE TO PLATE Q
w ciao I SPAN & PRESSURE I/4°X2'X5°6063-T6 ALUMINUM ANGLE 1ni w G
1/4'-14X 2' SELF DRILLING SCREWS —1_
r Q z SEE SHEET 5 MOUNT TYPE D _
aai ANCHOR TYPE D FOR ANCHOR SPACING z
IyI l�
Ln
7(L o2W
..-12 00�
J
O J
1/8%(5°6063-T6 ALUMINUM PLATE
ALLOWABLE DE51GNED PRES5URE5 ALLOWABLE DESIGNED PRF55URES
FOR 5ECTION X WOH I/4'ALUMINUM PLATE FOR SWrION X WOH 116 ALUMINUM PLATE
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DE51GNED �I� S.00�
SPAN PRE55URE(P5F 5PAN PRE55URE PS m
IN BLADE I BLADE I B IN BLADE I BLADE 15 o�
60 ±159 ±159 60 ±99 ±99
72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE o
84 ±113 ±113 84 ±71 ±71 I/8%(2'X5'6063-T6 ALUMINUM ANGLE o 0Q o
90 ±106 ±106 90 ±66 ±66 Q
108 ± 88 ± 88 108 ±55 ±55 (� U
126 ± 68 ± 68126 ±47 ±47 3
I32 ± 62 ± GI I32 ±45 ±45 Q
144 +48 -52 +45,-47 144 ±41 ±41 z _
162 1+30,-40 +28,-33 162 ±30 +28,-30
PK
NOTE: I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 51ZEB DRAM GIMOMM
5CAL[,
NA
DATE:
04/28/15
DRAWNG s
15-112
51w
13 OF 13